asentamiento zapatas

6
B 2.02701367 2.5 B 3 z estrato 0.5 0.5 z estrato 0.5 delta H 0.5 0.5 delta H 0.5 Iz en el ce 0.1987 0.1800 Iz en el ce 0.1667 N 60 60 N 60 E (KN/m2) 46560 46560 E (KN/m2) 46560 (delta H*Iz2.1335E-06 1.933E-06 (delta H*Iz 1.7898E-06 z estrato 1.01350684 1 z estrato 1.4 delta H 0.51350684 0.5 delta H 0.9 Iz en el ce 0.3987 0.3400 Iz en el ce 0.3533 N 49 49 N 49 E (KN/m2) 38024 38024 E (KN/m2) 38024 (delta H*Iz5.3839E-06 4.4709E-06 (delta H*Iz 8.3631E-06 0,5B 1.01350684 1.25 z estrato 1.5 z estrato 1.4 1.4 delta H 0.1 delta H 0.38649317 0.4 Iz en el ce 0.2467 Iz en el ce 0.4682 0.4900 N 49 N 49 49 E (KN/m2) 38024 E (KN/m2) 38024 38024 (delta H*Iz 6.4871E-07 (delta H*Iz4.7592E-06 5.1546E-06 0,5B 1.5 z estrato 3.21 3.21 z estrato 3.21 delta H 1.81 1.81 delta H 1.71 Iz en el ce 0.2876 0.3593 Iz en el ce 0.4050 N 70 70 N 70 E (KN/m2) 54320 54320 E (KN/m2) 54320 (delta H*Iz9.5838E-06 1.1973E-05 (delta H*Iz 1.2749E-05 z estrato 4.05402734 4 z estrato 6 delta H 0.84402734 0.79 delta H 2.79 Iz en el ce 0.0694 0.1860 Iz en el ce 0.1550 N 80 80 N 80 E (KN/m2) 62080 62080 E (KN/m2) 62080 (delta H*Iz9.4352E-07 2.3669E-06 (delta H*Iz 6.966E-06 2B 4.05402734 5 2B 6 2.2804E-05 2.5899E-05 3.0517E-05 3.7992E-05 Q B qcontacto q T en años C1 9500 2.02701367 2312.11936 128.2 50 0.9706491 9500 2.5 1520 128.2 50 0.95394453 9500 3 1055.55556 128.2 50 0.93087872 9500 4 593.75 128.2 50 0.86231339 9500 5 380 128.2 50 0.74543288 9500 6 263.888889 128.2 50 0.52759581 sumatoria (delta H*Iz)/E

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Asentamiento en zapatas, fundación superficial, a para un periodo de 50 años

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Page 1: asentamiento Zapatas

B 2.02701367 2.5 B 3 4 5z estrato 0.5 0.5 z estrato 0.5 0.5 0.5delta H 0.5 0.5 delta H 0.5 0.5 0.5Iz en el centr 0.1987 0.1800 Iz en el centr 0.1667 0.1500 0.1400N 60 60 N 60 60 60E (KN/m2) 46560 46560 E (KN/m2) 46560 46560 46560(delta H*Iz)/ 2.13345E-06 1.93299E-06 (delta H*Iz)/E1.78981E-06 1.61082E-06 1.503436E-06z estrato 1.01350684 1 z estrato 1.4 1.4 1.4delta H 0.51350684 0.5 delta H 0.9 0.9 0.9Iz en el centr 0.3987 0.3400 Iz en el centr 0.3533 0.2900 0.2520N 49 49 N 49 49 49E (KN/m2) 38024 38024 E (KN/m2) 38024 38024 38024(delta H*Iz)/ 5.38393E-06 4.47086E-06 (delta H*Iz)/E8.36314E-06 6.86409E-06 5.964654E-060,5B 1.01350684 1.25 z estrato 1.5 2 2.5z estrato 1.4 1.4 delta H 0.1 0.6 1.1delta H 0.38649316 0.4 Iz en el centr 0.2467 0.2600 0.2680Iz en el centr 0.4682 0.4900 N 49 49 49N 49 49 E (KN/m2) 38024 38024 38024E (KN/m2) 38024 38024 (delta H*Iz)/E6.48713E-07 4.10267E-06 7.752998E-06(delta H*Iz)/ 4.75922E-06 5.15464E-06 0,5B 1.5 2 2.5z estrato 3.21 3.21 z estrato 3.21 3.21 3.21delta H 1.81 1.81 delta H 1.71 1.21 0.71Iz en el centr 0.2876 0.3593 Iz en el centr 0.4050 0.4496 0.4763N 70 70 N 70 70 70E (KN/m2) 54320 54320 E (KN/m2) 54320 54320 54320(delta H*Iz)/ 9.58379E-06 1.19734E-05 (delta H*Iz)/E1.27494E-05 1.00147E-05 6.226006E-06z estrato 4.05402734 4 z estrato 6 8 10delta H 0.84402734 0.79 delta H 2.79 4.79 6.79Iz en el centr 0.0694 0.1860 Iz en el centr 0.1550 0.1996 0.2263N 80 80 N 80 80 80E (KN/m2) 62080 62080 E (KN/m2) 62080 62080 62080(delta H*Iz)/ 9.43525E-07 2.36695E-06 (delta H*Iz)/E6.96601E-06 1.53996E-05 2.475521E-052B 4.05402734 5 2B 6 8 10

2.28039E-05 2.58988E-05 3.05171E-05 3.79918E-05 4.62023E-05 5.478075E-05

Q B qcontacto q T en años C1 C29500 2.02701367 2312.11936 128.2 50 0.9706491 1.539794 2.280391E-059500 2.5 1520 128.2 50 0.95394453 1.539794 2.58988E-059500 3 1055.55556 128.2 50 0.93087872 1.539794 3.051712E-059500 4 593.75 128.2 50 0.86231339 1.539794 3.799179E-059500 5 380 128.2 50 0.74543288 1.539794 4.62023E-059500 6 263.888889 128.2 50 0.52759581 1.539794 5.478075E-05

sumatoria (delta H*Iz)/E

sumatoria (delta H*Iz)/E

Page 2: asentamiento Zapatas

asentamientos B minimos

Q B qcontacto q T en años C1 C27000 1.74288251 2304.42096 128.2 50 0.97054527 1.539794 2.024737E-057500 1.80341418 2306.05841 128.2 50 0.97056742 1.539794 2.080692E-058000 1.86191884 2307.64232 128.2 50 0.97058881 1.539794 2.133938E-058500 1.91858385 2309.17771 128.2 50 0.97060951 1.539794 2.1848E-059000 1.97356939 2310.66884 128.2 50 0.97062959 1.539794 2.233543E-059500 2.02701367 2312.11936 128.2 50 0.9706491 1.539794 2.233543E-05

asentamiento para carga de 7000 KN

B qcontacto q T en años C1 C2 S1.74288251 2304.42096 128.2 50 0.97054527 1.539794 2.02474E-05 0.065849144

2 1750 128.2 50 0.96047601 1.539794 2.25677E-05 0.0541295743 777.777778 128.2 50 0.90132052 1.539794 3.05171E-05 0.0275116444 437.5 128.2 50 0.79275784 1.539794 3.79918E-05 0.0143440835 280 128.2 50 0.57773386 1.539794 4.62023E-05 0.0062391566 194.444444 128.2 50 0.03237169 1.539794 5.47807E-05 0.000180886

asentamiento para carga de 7500 KN

B qcontacto q T en años C1 C2 S1.80341418 2306.05841 128.2 50 0.97056742 1.539794 2.08069E-05 0.06772137

2 1875 128.2 50 0.96330433 1.539794 2.25677E-05 0.0584732843 833.333333 128.2 50 0.90909521 1.539794 3.05171E-05 0.0301222034 468.75 128.2 50 0.81177507 1.539794 3.79918E-05 0.0161721935 300 128.2 50 0.62689173 1.539794 4.62023E-05 0.0076619976 208.333333 128.2 50 0.20008319 1.539794 5.47807E-05 0.001352429

asentamiento para carga de 8000 KN

B qcontacto q T en años C1 C2 S1.86191884 2307.64232 128.2 50 0.97058881 1.539794 2.13394E-05 0.069506448

2 2000 128.2 50 0.96575489 1.539794 2.25677E-05 0.0628169943 888.888889 128.2 50 0.91573428 1.539794 3.05171E-05 0.0327327634 500 128.2 50 0.82759548 1.539794 3.79918E-05 0.0180003035 320 128.2 50 0.66579771 1.539794 4.62023E-05 0.0090848376 222.222222 128.2 50 0.31824628 1.539794 5.47807E-05 0.002523971

asentamiento para carga de 9000 KN

sumatoria (delta H*Iz)/E

sumatoria (delta H*Iz)/E

sumatoria (delta H*Iz)/E

sumatoria (delta H*Iz)/E

Page 3: asentamiento Zapatas

B qcontacto q T en años C1 C2 S1.97356939 2310.66884 128.2 50 0.97062959 1.539794 2.23354E-05 0.072854875

2 2250 128.2 50 0.9697898 1.539794 2.25677E-05 0.0715044133 1000 128.2 50 0.92647396 1.539794 3.05171E-05 0.0379538824 562.5 128.2 50 0.85240617 1.539794 3.79918E-05 0.0216565235 360 128.2 50 0.72346851 1.539794 4.62023E-05 0.0119305186 250 128.2 50 0.47372742 1.539794 5.47807E-05 0.004867056

asentamiento para carga de 9500 KN

B qcontacto q T en años C1 C2 S2.02701367 2312.11936 128.2 50 0.9706491 1.539794 2.28039E-05 0.07443392

2.5 1520 128.2 50 0.95394453 1.539794 2.58988E-05 0.0529471113 1055.55556 128.2 50 0.93087872 1.539794 3.05171E-05 0.0405644424 593.75 128.2 50 0.86231339 1.539794 3.79918E-05 0.0234846335 380 128.2 50 0.74543288 1.539794 4.62023E-05 0.0133533596 263.888889 128.2 50 0.52759581 1.539794 5.47807E-05 0.006038599

sumatoria (delta H*Iz)/E

sumatoria (delta H*Iz)/E

Page 4: asentamiento Zapatas

60.50.5

0.133360

465601.43184E-06

1.40.9

0.226749

380245.36503E-06

31.6

0.273349

380241.15015E-05

33.210.21

0.494270

543201.91044E-06

128.79

0.244280

620803.45719E-05

12

S0.074433920.052947110.040564440.023484630.013353360.0060386

Page 5: asentamiento Zapatas

asentamientos B minimos

S0.065849140.067721370.069506450.071214760.072854870.07290476